钢筋工程量计算表(EXCEL)_xls.xls

1、带带基基钢钢筋筋工工程程量量计计算算表表 构件名称 计算区域 构件截面 截面厚度 保护层厚 钢筋位置直径间距接头个数 宽长 1-1 E/6-253.2042.720.04主筋0.0140.110 分布0.0080.207 2-2 C/8-122.2014.800.04主筋0.0120.15 分布0.0080.201 C/18-232.2015.380.04主筋0.0120.15 分布0.0080.201 B- C/8、12 、18、23 2.205.150.04主筋0.0120.15 分布0.0080.201 3-3 E- J/2、29 2.208.100.04主筋0.0120.15 分布0.

2、0080.201 A- D/3、28 2.207.200.04主筋0.0120.150 分布0.0080.200 A- E/5、26 2.209.300.04主筋0.0120.15 分布0.0080.200 A-E/102.2016.050.04主筋0.0120.15 分布0.0080.201 3a-3a E-H/4、6 、14、16 、25、27 2.206.000.04主筋0.0120.15 分布0.0080.200 4-4 A/3- 5、26-28 3.005.800.04主筋0.0140.13 分布0.0080.20 H/6-143.0018.800.04主筋0.0140.13 分布0

3、.0080.201 H/16-253.0019.380.04主筋0.0140.13 分布0.0080.201 J/1- 4、27-30 3.007.400.04主筋0.0140.13 分布0.0080.20 4a-4a 1、302.6016.650.04主筋0.0120.15 分布0.0080.202 5-5 D-E/1-5、26-30 4.3010.000.04底主筋0.0120.15 底分布0.0080.20 1.4010.000.04上主筋0.0120.15 上分布0.0080.20 6-6 A/8-121.4012.600.04主筋0.0100.20 分布0.0080.201 A/18

4、-231.4013.180.04主筋0.0100.20 分布0.0080.201 7-7 A-B/1-3、28-30 3.355.300.04下主筋0.0140.13 下分布0.0080.20 0.905.300.04上主筋0.0120.15 上分布0.0080.20 A-B/5-8、23-26 3.354.400.04下主筋0.0140.13 下分布0.0080.20 0.904.400.04上主筋0.0120.15 上分布0.0080.20 8-8 A/8-123.4016.050.04主筋0.0140.14 分布0.0080.201 A-A 4-6、14-16、2-274.004.000

5、.04下主筋0.0140.13 下分布0.0100.20 2.174.00上主筋0.0140.13 上分布0.0100.20 小 计（m) 页号：kg/m kg 5-5 座 基础层 每接头长 度 弯钩个数 弯钩长度 单根长度 每件根数构件数根数钢筋长度 （m）（m）（m）6mm8mm10mm12mm 0.002.883891.00389 0.23150.0545.15141.0014632.03 02.12991.0099210.16 0.2340.0515.1581.008115.14 02.121031.00103218.36 0.2340.0515.7381.008119.55 2.12

6、354.00139295.10 0.230.055.3084.0030161.13 2.12552.00109232.07 0.2340.058.4982.0015129.05 2.12492.0097206.63 0.2320.057.2682.0015110.35 2.12632.00125265.99 0.2320.059.3682.0015142.27 2.121081.00108228.39 0.2340.0516.4481.008124.95 2.12416.00244518.13 0.2320.056.0686.0046276.34 2.70442.0089 0.2320.055

7、.90122.0023136.88 2.701441.00144 0.2340.0518.77121.0012217.73 2.701491.00149 0.2340.0519.35121.0012224.46 2.70582.00115 0.2320.057.54122.0023174.93 2.341122.00223522.91 0.2340.0517.23102.0019330.83 4.22672.00135568.86 0.2320.0510.02182.0036362.72 2.52672.00134337.68 0.2320.0510.0242.00772.14 20.061.

8、45641.006492.19 0.2340.0512.5741.00445.25 0.061.32671.006788.04 0.2340.0513.1541.00447.34 3.27412.0083 20.055.40132.0027144.18 2.02362.0072145.71 20.055.4052.001054.00 4.27352.0069 20.054.50132.0027120.15 3.02302.0060181.60 20.054.5052.001045.00 20.093.061151.00115 0.2340.0516.02141.0014217.87 3.733

9、13.0094 0.2920.064.13173.0050205.43 2.14323.0095 0.2920.064.1383.002497.14 6mm8mm10mm12mm 0.004004.30482.803931.60 0.220.390.620.89 0.001581.22297.893493.15 小 计（m) 马镫筋 备注 14mm16mm18mm20mm22mm25mm28mm直径长度 1119.27 变结001+ 结施002 、003 237.60 388.80 402.30 313.20 12.0020.00 钢筋长度 271.1612.0010.00 294.9610.

10、00 352.99 352.0512.0012.00 203.96 14mm16mm18mm20mm22mm25mm28mm12mm 3936.300.000.000.000.000.000.0052.00 1.210.89 4760.240.000.000.000.000.000.000.0046.20 基基础础梁梁钢钢筋筋工工程程量量计计算算表表 构件名称 计算区域 构件截面 截面周长 保护层厚 构件长度 钢筋位置 直径 锚固个数 宽高 1-1 E/1-300.60.62.40.0461.18主筋0.0252 箍筋0.01 箍筋0.01 2-2 C/8-120.60.62.40.0414.

11、8主筋0.0222 箍筋0.01 箍筋0.01 C/18-230.60.62.40.0415.38主筋0.0222 箍筋0.01 箍筋0.01 A- C/8、12 、18、23 0.60.62.40.045.15主筋0.0222 箍筋0.01 箍筋0.01 3-3 D- J/2、29 0.60.930.0410.5主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A- D/3、28 0.60.930.047.5主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A- E/5、26 0.60.930.049.6主筋0.0252 箍筋0

12、.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/150.60.930.048.85主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-H/100.60.930.0416.05主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 3a-3a E- J/4、27 0.60.930.047.2主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 E- H/6、14 、16、25 0.60.930.046.6主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 4-4

13、 A/3- 5、26-28 0.60.72.60.044.2主筋0.022 箍筋0.01 箍筋0.01 J/1- 4、27-30 0.60.72.60.047.9主筋0.022 箍筋0.01 箍筋0.01 H/4-270.60.72.60.0446.74主筋0.022 箍筋0.01 箍筋0.01 4a-4a 1、30/A- G 0.60.72.60.0416.65主筋0.022 箍筋0.01 箍筋0.01 5-5 D/1- 5、26-30 0.60.72.60.0410主筋0.0222 3-3 箍筋0.01 箍筋0.01 6-6 A/5-260.50.62.20.0443.98主筋0.022

14、箍筋0.008 箍筋0.008 7-7 A/1- 3、28-30 0.50.62.20.045.6主筋0.022 箍筋0.008 箍筋0.008 B/1- 3、28-30 0.60.930.046.4主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 8-8 20、211.180.73.760.0416.05主筋0.022 箍筋0.01 箍筋0.01 箍筋0.01 A-A 4-6、14- 16、25- 27 0.350.41.50.042.95主筋0.022 箍筋0.008 0.350.41.50.041.9主筋0.022 箍筋0.008 0.350.41.50.

15、042.5主筋0.022 箍筋0.008 小 计（m) kg/m页号： 5-5 每锚固长度 接头个数 每接头长度 弯钩个数 弯钩长度单根长度 每件根数构件数根数 （m）（m） 0.37580.969.05012.000112 20.1192.317611.8001612 20.2372.189611.8001612 0.3310.79216.17212.000112 20.2372.55599.000199 20.2372.18399.000199 0.3310.79216.75212.000112 20.2372.555102.8671103 20.2372.183102.8671103 0

16、.3300.7925.73012.000112 20.2372.55534.667135 20.2372.18334.667135 0.37510.912.07018.000236 20.2853.25070.3332141 20.2852.78070.3332141 10.43210.8522.00024 20.1420.80535.167270 0.37510.99.07018.000236 20.2853.25050.0002100 20.2852.78050.0002100 10.4327.8522.00024 20.1420.80525.000250 0.37510.911.1701

17、8.000236 20.2853.25064.0002128 20.2852.78064.0002128 10.4329.9522.00024 20.1420.80532.000264 0.37510.910.42018.000118 20.2853.25059.000159 20.2852.78059.000159 10.4329.2022.00012 20.1420.80529.500130 0.37520.918.52018.000118 20.2853.250107.0001107 20.2852.780107.0001107 10.43216.4022.00012 20.1420.8

18、0553.500154 0.37500.97.87018.000236 20.2853.25048.000296 20.2852.78048.000296 10.4327.5522.00024 20.1420.80524.000248 0.37500.97.27018.000472 20.2853.25044.0004176 20.2852.78044.0004176 10.4326.9522.00048 20.1420.80522.000488 0.300.724.72012.000224 20.2372.75521.250243 20.2372.37921.250243 0.300.728

19、.42012.000224 20.2372.75539.750280 20.2372.37939.750280 0.300.7247.26012.000112 20.2372.755233.9501234 20.2372.379233.9501234 0.300.7217.17012.000112 20.2372.75583.500184 20.2372.37983.500184 0.3300.79210.58012.000112 20.2372.75566.667167 20.2372.38366.667167 0.300.7244.5008.00018 20.1902.260220.150

20、1220 20.1901.740220.1501220 0.300.726.1208.000216 20.1902.26028.250257 20.1901.74028.250257 0.37520.98.87018.000118 20.2853.25042.667143 20.2852.78042.667143 10.4326.7522.00012 20.1420.80521.333121 0.310.7217.29018.000236 20.2373.915107.0002214 20.2372.855107.0002214 20.2370.475107.0002214 0.300.723

21、.4708.000324 20.1901.56015.000345 0.300.722.4208.000216 20.1901.5609.750220 0.300.723.0208.000432 20.1901.56012.750451 小 计（m) 座 钢筋长度箍筋长度 12mm14mm16mm18mm20mm22mm25mm28mm6mm 828.600 194.064 201.024 68.760 434.520 43.408 326.520 31.408 402.120 39.808 187.560 18.404 333.360 32.804 283.320 30.208 523.44

22、0 55.616 113.280 202.080 567.120 206.040 126.960 356.000 97.920 159.660 13.504 622.440 83.280 38.720 96.640 12mm14mm16mm18mm20mm22mm25mm28mm6mm 265.1600.0000.0000.0001088.5201750.4483479.1000.0000.000 0.8882.4682.9863.856 235.5890.0000.0000.0002686.4675227.32813416.2790.0000.000 层 8mm10mm12mm 每构件根 数

23、 1417.785612 1339.108 252.92599 216.097 262.804103 224.537 88.56635 75.670 457.13370 391.020 56.610 324.97650 277.976 40.244 415.96964 355.809 51.512 191.73659 箍筋长度 164.006 23.744 347.724107 297.434 43.061 311.97748 266.857 38.634 571.95844 489.238 70.829 117.07921 101.099 219.00740 189.115 644.4852

24、34 556.520 230.02684 198.630 183.65367 158.853 497.504220 383.026 127.68128 98.301 138.65643 118.603 17.171 837.767107 610.927 101.607 70.19315 30.41710 79.55213 8mm10mm12mm 1106.5118026.2625462.878 0.3950.6170.888 436.9394952.2044853.658 基基础础梁梁钢钢筋筋工工程程量量计计算算表表 构件名称 计算区域 构件截面 截面周长 保护层厚 构件长度 钢筋位置 直径

25、锚固个数 宽高 1-1 E/1-300.60.62.40.0461.18主筋0.0252 箍筋0.01 箍筋0.01 2-2 C/8-120.60.62.40.0414.8主筋0.0222 箍筋0.01 箍筋0.01 C/18-230.60.62.40.0415.38主筋0.0222 箍筋0.01 箍筋0.01 A- C/8、12 、18、23 0.60.62.40.045.15主筋0.0222 箍筋0.01 箍筋0.01 3-3 D- J/2、29 0.60.930.0410.5主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A- D/3、28 0.60.9

26、30.047.5主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A- E/5、26 0.60.930.049.6主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/150.60.930.048.85主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-H/100.60.930.0416.05主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 3a-3a E- J/4、27 0.60.930.047.2主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.01

27、2 拉筋0.012 E- H/6、14 、16、25 0.60.930.046.6主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 4-4 A/3- 5、26-28 0.60.72.60.044.2主筋0.022 箍筋0.01 箍筋0.01 J/1- 4、27-30 0.60.72.60.047.9主筋0.022 箍筋0.01 箍筋0.01 H/4-270.60.72.60.0446.74主筋0.022 箍筋0.01 箍筋0.01 4a-4a 1、30/A- G 0.60.72.60.0416.65主筋0.022 箍筋0.01 箍筋0.01 5-5 D/1- 5

28、、26-30 0.60.72.60.0410主筋0.0222 箍筋0.01 箍筋0.01 6-6 A/5-260.50.62.20.0443.98主筋0.022 箍筋0.008 箍筋0.008 7-7 A/1- 3、28-30 0.50.62.20.045.6主筋0.022 箍筋0.008 箍筋0.008 B/1- 3、28-30 0.60.930.046.4主筋0.0252 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 8-8 20、211.180.73.760.0416.05主筋0.022 箍筋0.01 箍筋0.01 箍筋0.01 A-A 4-6、14- 16、25- 2

29、7 0.350.41.50.042.95主筋0.022 箍筋0.008 0.350.41.50.041.9主筋0.022 箍筋0.008 0.350.41.50.042.5主筋0.022 3-3 箍筋0.008 小 计（m) 页号： 每锚固长度 接头个数 每接头长度 弯钩个数 弯钩长度 单根长度 每件根数构件数根数 钢筋长度 12mm 0.37580.969.05012112 20.1192.3176121612 20.2372.189611.81612 0.3310.79216.17212112 20.2372.5551201120 20.2372.1831201120 0.3310.792

30、16.75212112 20.2372.5551261126 20.2372.1831261126 0.3300.7925.73012112 20.2372.55549149 20.2372.18349149 0.37510.912.07018236 20.2853.250862172 20.2852.780862172 10.43210.85222443.408 20.1420.80543286 0.37510.99.07018236 20.2853.250702140 20.2852.780702140 10.4327.85222431.408 20.1420.80535270 0.375

31、10.911.17018236 20.2853.250912182 20.2852.780912182 10.4329.95222439.808 20.1420.80546291 0.37510.910.42018118 20.2853.25071171 20.2852.78071171 10.4329.20221218.404 20.1420.80536136 0.37520.918.52018118 20.2853.2501461146 20.2852.7801461146 10.43216.40221232.804 20.1420.80573173 0.37500.97.87018236

32、 20.2853.250552110 20.2852.780552110 10.4327.55222430.208 20.1420.80528255 0.37500.97.27018472 20.2853.250554220 20.2852.780554220 10.4326.95224855.616 20.1420.805284110 0.300.724.72012224 20.2372.75522244 20.2372.37922244 0.300.728.42012224 20.2372.75540280 20.2372.37940280 0.300.7247.26012112 20.2

33、372.7552961296 20.2372.3792961296 0.300.7217.17012112 20.2372.7551091109 20.2372.3791091109 0.3300.79210.58012112 20.2372.75573173 20.2372.38373173 0.300.7244.500818 20.1902.2602801280 20.1901.7402801280 0.300.726.1208216 20.1902.26038276 20.1901.74038276 0.37520.98.87018118 20.2853.25049149 20.2852

34、.78049149 10.4326.75221213.504 20.1420.80525125 0.310.7217.29018236 20.2373.9151442288 20.2372.8551442288 20.2370.4751442288 0.300.723.4708324 20.1901.56012335 0.300.722.4208216 20.1901.5608217 0.300.723.0208432 20.1901.56011445 12mm 265.160小 计（m) 座 箍筋长度 14mm16mm18mm20mm22mm25mm28mm6mm8mm 828.600 19

35、4.064 201.024 68.760 434.520 326.520 402.120 187.560 333.360 钢筋长度 283.320 523.440 113.280 202.080 567.120 206.040 126.960 356.000 632.755 487.155 97.920 171.748 132.228 159.660 622.440 83.280 54.984 38.720 25.737 96.640 70.193 14mm16mm18mm20mm22mm25mm28mm6mm8mm 0.0000.0000.0001088.5201750.4483479.10

36、00.0000.0001423.886 层 10mm12mm 每构件根 数 1417.785612 1339.108 306.576120 261.936 321.905126 275.033 125.18549 106.957 558.95986 478.119 69.220 454.96670 389.166 56.342 591.45691 505.916 73.244 230.73371 197.363 28.573 474.465146 405.845 箍筋长度 58.756 357.47455 305.774 44.268 714.94755 611.547 88.537 121.

37、21122 104.667 220.38440 190.304 815.421296 704.125 300.273109 259.289 201.10073 173.944 280 38 159.23849 136.208 19.720 1127.462144 822.182 136.742 12 8 11 10mm12mm 9331.5927010.836 柱柱钢钢筋筋工工程程量量计计算算表表 构件名称 构件截面 截面周长 保护层厚 构件高度 钢筋位置 直径锚固个数 每锚固长度 长宽 GZ1 0.240.240.960.02511.6主筋0.01420.168 箍筋0.06 GZ1 0.2

38、40.240.960.02514.3主筋0.01420.168 箍筋0.06 GZ2 0.370.371.480.02511.6主筋0.01420.168 箍筋0.06 GZ3 0.240.371.220.02511.6主筋0.01420.168 箍筋0.06 GZ40.360.241.20.02514.3主筋0.01420.168 箍筋0.06 XZ0.120.240.720.0250.9主筋0.01220.144 箍筋0.06 小计 kg/m 小 计（m) 页号： 单根长度每件根数构件数根数 钢筋长度 12mm14mm16mm18mm20mm22mm25mm 11.944361441718

39、.784 2.1886363096 14.644421682458.848 2.1886423612 11.9481080954.88 2.708610860 11.9461378931.008 2.4486131118 14.64613781141.608 2.4286131118 1.19436144171.072 1.9486363096 12mm14mm16mm18mm20mm22mm25mm 07376.200000 1.209 8920.1860.0000.0000.0000.0000.000 12mm14mm16mm18mm20mm22mm25mm 小 计（m) 座 层 箍筋长度

40、箍筋根数 计算28mm6mm8mm10mm12mm 6762.90286224 7890.05386224 2325.78486224 2732.83986224 2710.47986224 6019.86286224 28mm6mm8mm10mm12mm 028441.92000 0.222 0.0006317.5190.0000.0000.0000.0000.0000.0000.0000.0000.000 钢筋长度 28mm6mm8mm10mm12mm 0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000 0.0000.0000.0000.0

41、000.0000.0000.0000.0000.0000.000 0.0000.0000.0000.0000.000 柱柱钢钢筋筋工工程程量量计计算算表表 构件名称 构件截面 截面周长 保护层厚 构件高度 钢筋位置 直径根部 锚固长度 顶部 锚固长度长宽 KZ10.50.520.0310.25角筋0.020.30.24 b侧筋0.020.30.24 h侧筋0.020.30.24 箍筋0.01 箍筋0.01 箍筋0.01 KZ20.50.520.0310.15角筋0.0250.30.3 b侧筋0.0250.30.3 h侧筋0.020.30.24 箍筋0.01 箍筋0.01 箍筋0.01 KZ30

42、.90.52.80.0310.25角筋0.0250.30.3 b侧筋0.0250.30.3 h侧筋0.0250.30.3 箍筋0.01 箍筋0.01 箍筋0.01 箍筋0.01 KZ41.20.53.40.0310.25角筋0.0250.30.3 b侧筋0.0250.30.3 h侧筋0.0250.30.3 箍筋0.01 箍筋0.01 箍筋0.01 箍筋0.01 KZ50.50.41.80.0310.15角筋0.0180.30.216 b侧筋0.0180.30.216 h侧筋0.0180.30.216 箍筋0.008 箍筋0.008 附加筋0.0160.30.192 附加箍0.008 KZ60.

43、50.41.80.0310.15角筋0.0180.30.216 b侧筋0.0180.30.216 h侧筋0.0180.30.216 箍筋0.008 箍筋0.008 KZa0.370.31.340.035.7主筋0.0160.30.192 箍筋0.008 GDZ11.850.254.20.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ1a1.80.254.10.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 G

44、DZ21.20.252.90.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ2a1.150.252.80.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ310.252.50.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ610.252.50.0310.25主筋0.0180.30.216 箍筋0.01 0.

45、50.520.03箍筋0.01 箍筋0.01 GDZ70.50.520.0310.25主筋0.0180.30.216 箍筋0.08 箍筋0.08 GAZ10.250.41.30.0310.25主筋0.0180.30.216 箍筋0.08 GDZa0.870.252.240.0310.25主筋0.0180.30.216 箍筋0.01 0.51.13.20.03箍筋0.01 箍筋0.01 箍筋0.01 GDZb1.650.253.80.0310.25主筋0.0180.30.216 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 小 计（m) kg/m 单

46、根长度 每件根数构件数根数 钢筋长度 12mm14mm16mm18mm20mm 11.3341456634.200 11.3341456634.200 11.3341456634.200 2.0088141232 1.4588141232 1.4588141232 11.394416 11.396424 11.334416181.200 2.00984392 1.61984392 1.45984392 11.394416 11.398432 11.394416 2.801054420 2.181054420 1.501054420 1.731054420 11.39428 11.398216

47、11.39428 3.401062212 2.541062212 1.621062212 1.931062212 11.3041248 11.3041248 11.3041248542.448 1.7588121056 1.4688121056 8.3121224199.440 1.25 11.304416 11.304416 11.304416180.816 1.75884352 1.46884352 6.734624161.448 1.29496294 11.302841121265.712 4.201054420 0.432104840 2.001054420 1.451054420 0

48、.681054420 11.3028256632.856 4.101052210 0.432102420 2.001052210 1.451052210 0.681052210 11.3020480904.080 2.901054420 0.431054420 2.001054420 1.451054420 0.681054420 11.3020102002260.200 2.80105101050 0.43105101050 2.00105101050 1.45105101050 0.68105101050 11.3020480904.080 2.501054420 0.431054420

49、2.001054420 1.451054420 0.681054420 11.3014228316.428 2.501052210 2.001052210 1.451052210 11.3012232763119.076 3.6699232277 3.11105232415 11.306231381559.538 2.9668.66667231579.333 11.3022244497.244 2.241052210 3.201052210 2.651052210 1.501052210 11.3026252587.652 3.801052210 0.432102420 2.001052210

50、 1.451052210 0.681052210 12mm14mm16mm18mm20mm 0.0000.000360.88812046.8662807.064 0.0001.5801.9992.468 0.000570.03024082.6496927.834 0.000 0.000 0.000 0.000 0.000 0.000 0.000 小 计（m) 座 层 箍筋长度电渣压力 焊接头 箍筋根数 计算22mm25mm28mm6mm8mm10mm12mm 336 2460.79788 1787.303 1787.303 182.160112 273.240 782.98198 630.10

51、1 568.687 182.160128 364.320 182.160 1174.908105 913.668 631.428 725.508 91.08064 182.160 91.080 720.249106 537.505 344.161 408.609 542.448288 542.448 1847.91688 1541.760 钢筋长度 40 180.81696 180.816 615.97288 513.920 48 379.23649 224 1762.908105 359.016 838.908 607.628 284.508 112 860.454105 179.508 4

52、19.454 303.814 142.254 160 1216.908105 179.508 838.908 607.628 284.508 400 2937.270105 448.770 2097.270 1519.070 711.270 160 1048.908105 179.508 838.908 607.628 284.508 56 524.454105 419.454 303.814 552 8331.99899 7507.108 276 4673.56369 88 469.854105 671.454 555.814 315.014 104 797.454105 179.508 4

53、19.454 303.814 142.254 22mm25mm28mm6mm8mm10mm12mm 0.0002994.8880.0000.0004898.80458647.2420.0003204 3.8560.3950.617 0.00011549.0370.0000.0001934.44036185.3480.000 梁梁钢钢筋筋工工程程量量计计算算表表 项目构件名称 计算区域跨 构件截面 截面周长 保护层厚左支座 构件 轴线长度 右支座 宽高 地下室顶梁 KL1（2）J/1-410.250.41.30.0352504500250 10.250.41.3 100.035 00.035 K

54、L4（2） J/27-300.250.41.30.0354.65 0.250.41.30.0354.65 0.250.41.30.035 0.250.551.60.035 KLc(11) H/4- 6、14-16 0.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLc(11) H/6-140.250.51.50.03518.04 0.250.51.50.03518.04 0.250.51.50.035 KLc(11) H/16-200.250.51.50.0358.12 0.250.51.50.0358.12 0.250.51.5

55、0.035 KLd(4) H/21-250.250.51.50.03511.42 0.250.51.50.03511.42 0.250.51.50.035 KLd(4) H/25-270.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLb(1) J/4- 6、14-16 、25、27 0.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLa(1) 4、70.30.51.60.0350.57 0.30.51.60.0350.57 0.30.51.60.035 KLa(1)

56、 6、14、 16、25 0.30.51.60.0350.57 0.30.51.60.0350.57 0.30.51.60.0350.57 KL5(1) G/1- 2、29-30 0.250.41.30.0352.8 0.250.41.30.0352.8 0.250.41.30.0352.8 KL6(14) E/2- 4、17-19 0.240.651.780.0352.37 0.240.651.780.0352.37 0.240.651.780.0352.37 KL6(14) E/4-170.250.41.30.03526.33 0.250.41.30.03526.33 0.250.41.3

57、0.035 KL6(14) E/19-200.250.41.30.0352.67 0.250.41.30.0352.37 0.250.41.30.0352.37 KL7(2) D/1- 5、26-30 0.250.41.30.0357.1 左端0.250.41.30.035 右端0.250.41.30.035 中间0.250.41.31.035 0.250.41.30.0357.1 0.250.41.30.0357.1 KL8(4) C/8-120.250.41.30.03512.1 0.250.41.30.03512.1 0.250.41.30.03512.1 KL9(1) B/1- 3、2

58、8-30 0.250.41.30.0352.5 0.250.41.30.0352.5 0.250.41.30.0352.5 KL10(1) B/5- 8、23-28 0.250.51.50.0352.6 0.250.51.50.0352.6 0.250.51.50.0352.6 KL11(11) A/1-200.250.51.50.03539.2 0.250.51.50.03539.2 0.250.51.50.03539.2 KL12(2) B/12-180.250.51.50.0357 左端0.250.51.50.035 右端0.250.51.50.035 中间0.250.51.51.035

59、 0.250.51.50.0357 0.250.51.50.0357 KL13(2) B/18-20 、21-23 0.250.41.30.0355.8 0.250.41.30.0355.8 0.250.41.30.0355.8 KL14(6) E/21-270.250.41.30.03511.63 0.250.41.30.03511.63 0.250.41.30.035 KL14(6) E/27-290.240.651.780.0352.37 0.240.651.780.0352.37 0.240.651.780.0352.37 KL15(4) 1、30/A- J 0.250.41.30.03512.65 0.250.41.30.03512.65 0.250.41.30.03512.65 KL16(3) 2、29/D- J 0.250.51.50.0358.2 右端0.250.51.50.0358.2 中间0.250.51.50.0358.2 2/D-G0.250.51.50.0354 2/G-J0.250.51.50.0353.7 0.250.51.50.0358.2 KL17(2) 3、28/A-